Interrelations Between Cement & Concrete Properties
Author | : Benjamin Leonard Bean |
Publisher | : |
Total Pages | : 342 |
Release | : 1969 |
Genre | : Airplanes |
ISBN | : |
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Author | : Benjamin Leonard Bean |
Publisher | : |
Total Pages | : 342 |
Release | : 1969 |
Genre | : Airplanes |
ISBN | : |
Author | : Raymond Leonard Blaine |
Publisher | : |
Total Pages | : 108 |
Release | : 1968 |
Genre | : Cement |
ISBN | : |
Author | : Raymond Leonard Blaine |
Publisher | : |
Total Pages | : 140 |
Release | : 1971 |
Genre | : Cement |
ISBN | : |
Author | : Sandor Popovics |
Publisher | : William Andrew |
Total Pages | : 674 |
Release | : 2012-12-02 |
Genre | : Technology & Engineering |
ISBN | : 081551655X |
This book presents an in-depth approach to concrete ingredients and their relationships to concrete by discussing their properties, pertinent test methods, specifications, proper use and selection, and solutions to problems in practice. The approach is practice oriented, and the book assists in the improved application of concrete through a thorough understanding of its ingredients. This is aided by the discussion of certain fundamental aspects and relationships in quantitative forms, and by also presenting the interpretation of research and experience. An extensive bibliography is included.The book is a current, organized summary of knowledge concerning concrete-making materials, which will enable the engineer/user to make the best possible product using these materials.
Author | : Raymond Leonard Blaine |
Publisher | : |
Total Pages | : 132 |
Release | : 1971 |
Genre | : Concrete |
ISBN | : |
Author | : Thomas W. Reichard |
Publisher | : |
Total Pages | : 36 |
Release | : 1972 |
Genre | : Concrete inserts |
ISBN | : |
Detailed test procedures are presented for a research program on cast-in-place inserts embedded in reinforced concrete. Three types of inserts, two of malleable iron and one of ductile steel, capable of receiving a 3/4 inch threaded rod were tested. It was found that the pull-out load for an insert could be approximated by a linear function of the concrete unit weight and square root of the compressive strength in a statically loaded reinforced concrete slab. Design recommendations are presented.